The program verifies the bearing capacity and settlement of either an isolated pile or a group of piles based on the results provided by static penetration tests (CPT).
The program verifies the bearing capacity and settlement of either an isolated pile or a group of piles based on the results provided by static penetration tests (CPT). Main features of GEO5 Pile CPT program are:
Analysis of the end-bearing capacity and frictional resistance of piles using the following standards and methods:
EN 1997-3
NEN 6743
LCPC (Bustamante)
Schmertmann
Circular or rectangular pile cross-section (with the option of base enlargement)
Takes account of pile and installation technology
Automatic calculation of adjusted bearing capacity and skin friction coefficients depending on the selected analysis method
Loading due to normal force and surcharge
Built-in database of soils
General layered subsoil
Import CPT tests in TXT format, gINT format or NEN standard
Verification based on the theory of limit states or factor of safety
Calculation of the limit load curve and pile settlement for a given loading
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